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�� <br />� <br />� <br />. <br />� <br />� <br />. <br />, <br />, <br />� <br />�. <br />- DEFRdITlON OF TERMS <br />� U.S. 3t2� rd Serfes40eve 10 4 �e3%4�uare 3ieve Op12 nge <br />- SAND GRAVEL <br />^ SILTS & CLAYS Ifne medtum coaree Hne coaree COeBLe BouLnEa <br />t <br />t <br />, <br />. <br />� <br />SANDS.GRAVEIS, STANDARD PLASTIC SILTS �ncontined �' gTpTfDARD <br />AND CLAYS Compreasive ENETRATI01� <br />AND NON-PLASTIC PENETRATION Stre th <br />L <br />very looee 0- 4 very soft 0- 1/4 0- 2 <br />looee 4-30 soft 1/4- 1/2 2- 4 <br />medium denee 10-30 firm 1/2- 1 4� 8 <br />denee 30-50 ad[f 1- 2 8-16 <br />very denee over 50 very atiff 2- 4 16-32 <br />hard over 4 over 32 <br />iLC.l+A 17 V C LLPIAl 1 I <br />. .;:.� <br />�� TEWAA <br />yp.,. <br />_ - A�60CIATE9 <br />�� • • Q�O1�Ch111C�1 COf1�Y1:�11�• <br />I:VNJ151'GNI:T <br />UNIFIED SOIL CLASSIFiCATION SYSTEM <br />Proposed Hoagy's Corner <br />Everett, Washington <br />'roj. No. Z�3 Da4e io-ss Figure 2 <br />